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9 H CA <br />HH�k '.H� <br />CEz <br />H0 <br />Oil H <br />x fAH <br />L�J O <br />i-3 C7 <br />OH <br />HMO <br />MO <br />H Oqg <br />H <br />t HH <br />gCA <br />H <br />0eCA <br />zH14 <br />HOw <br />C'� <br />uw <br />DITCH FLOW ANALYSIS <br />DITCH DATA: SOULM WETPOND SWALE <br />BOTTOM WIDTH (FT) = 1.00 <br />LEFT SIDE SLOPE (L:1) = 3.00 <br />RIGHT SIDE SLOPE (R:1) = 3.00 <br />BOTTOM SLOPE (FT/FT) = 0.0130 <br />MANNING'S n = 0.035 <br />JOB NAME: SHELTER POINT <br />JOB N: 87127 <br />OPERATOR: THOMAS S. KUTRICH <br />DATE: APRIL 30, 1990 <br />FLOW <br />DEPTH <br />(FEET) <br />FLOW <br />AREA <br />(SQ FT) <br />WETTED <br />PERIMETER <br />(FEET) <br />HYDRAULIC <br />RADIUS <br />(FEET) <br />DITCH <br />CAPACITY <br />(CFS) <br />FLOW <br />VELOCITY <br />(FPS) <br />0.00 <br />0.0000 <br />0.0000 <br />0.00W <br />0.000 <br />0.000 <br />0.05 <br />0.0575 <br />1.3162 <br />0.0437 <br />0.035 <br />0.600 <br />0.10 <br />0.1300 <br />1.6325 <br />0.0796 <br />0.116 <br />0.896 <br />0.15 <br />0.2175 <br />1.9487 <br />0.1116 <br />0.244 <br />1.122 <br />0.20 <br />0.3200 <br />2.2649 <br />0.1413 <br />0.420 <br />1.313 <br />0.25 <br />0.4375 <br />2.5811 <br />0.1695 <br />0.649 <br />1.483 <br />0.30 <br />0,5700 <br />2.8974 <br />0.1967 <br />0.933 <br />1.637 <br />0.35 <br />0.7175 <br />3.2136 <br />0.2233 <br />1.278_ <br />1,782 <br />0.40 <br />0.8800 <br />3.5298 <br />0.2493 <br />1.687 <br />1.918 <br />0.45 <br />1.0575 <br />3.8460 <br />0.2750 <br />2.165 <br />2.047 <br />0.50 <br />1.2500 <br />4.1623 <br />0.3003 <br />2.714 <br />2.171 <br />0.5S <br />1.4575 <br />4.4785 <br />0.3254 <br />3.338 <br />2.290 <br />0.60 <br />1.6800 <br />4.7947 <br />0.3504 <br />4.042 <br />2.406 <br />0.65 <br />1.9175 <br />5.1110 <br />0.3752 <br />4.829 <br />2.518 <br />0.70 <br />2.1700 <br />5.4272 <br />0.3998 <br />5.701 <br />2.627 <br />0.75 <br />2.4375 <br />5.7434 <br />0.4244 <br />6.664 <br />2.734 <br />0.80 <br />2.7200 <br />6.0596 <br />0.4489 <br />7.719 <br />2.838 <br />0.85 <br />3.0175 <br />6.3759 <br />0.4733 <br />8.971 <br />2.940 <br />0.90 <br />3.3300 <br />6.6921 <br />0.4976 <br />10.123 <br />3.040 <br />0.95 <br />3.6575 <br />7.0083 <br />0.5219 <br />11.477 <br />3.138 <br />1.00 <br />4.0000 <br />7.3246 <br />0.5461 <br />12.937 <br />3.234 <br />1.10 <br />4.7300 <br />7.9570 <br />0.5944 <br />16.188 <br />3.422 <br />1.20 <br />5.5200 <br />8.5895 <br />0.6426 <br />19.900 <br />3.605 <br />1.30 <br />6.3700 <br />9.2219 <br />0.6907 <br />24.096 <br />3.783 <br />1.40 <br />7.2800 <br />9.8544 <br />0.7388 <br />28.800 <br />3.956 <br />1.50 <br />9.2500 <br />10.4868 <br />0.7867 <br />34.034 <br />4.125 <br />1.60 <br />9.2800 <br />11.1193 <br />0.8346 <br />39.822 <br />4.291 <br />I.70 <br />10.3700 <br />11.7517 <br />0.8824 <br />46.183 <br />4.454 <br />II.5200 <br />12.3842 <br />0.9302 <br />53.141 <br />4.ti!3 <br />12.7300 <br />13.0167 <br />0.9780 <br />60.716 <br />4.770 <br />0E2.00 <br />14.0000 <br />13.6491 <br />1.0257 <br />68.929 <br />4.923 <br />15.3300 <br />14.28161.0734 <br />77.799 <br />5.075 <br />16.7200 <br />14.9140 <br />1.1211 <br />87.348 <br />5.224 <br />2.30 <br />18.1700 <br />15.5465 <br />1.1688 <br />97.595 <br />5.371 <br />.r_r. <br />30-Apr-90 DODDS ENGINEERS, INC. PAGE 1 <br />79 <br />